The URL can be used to link to this page

1638 MARITIME OAK DR - NEW FAMILY PERMIT yLy (---- i tiri _� CITY OF ATLANTIC BEACH ,� gs .) 800 SEMINOLE ROAD I.N.,_______/9 ATLANTIC BEACH, FL 32233 ,Dills' INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0185 Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: 404490.8 Issue Date: 6/29/2018 Expiration Date: 12/26/2018 PROPERTY ADDRESS: Address: 1638 MARITIME OAK DR RE Number: 169505 1940 PROPERTY OWNER: Name: ATLANTIC BEACH PARTNERS LLC Address: 414 OLD HARTS RD STE 502 FLEMING ISLAND, FL 32003 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: TOLL BROS.,INC Address: 250 GIBRALTAR RD STEVEN R MERTEN HORSHAM, PA 19044 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Permit Conditions Page 1 of 2 Enter Permit Number RES18-0185 View Report 3 J . 1 of 2 0 >i C} 100% v Find I Next tril,- '' a v. :it S `I f lr� • Permit Conditions 'v City of Atlantic Beach Permit Number:RES18-0185 Description:NEW SINGLE FAMILY RESIDENCE Applied:5/25/2018 Approved:6/18/2018 Site Address:1638 MARITIME OAK DR Issued:6/29/2018 Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:ATLANTIC BEACH PARTNERS LLC Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ REQUIRED . SATISFY STATUS: NO : ADDED DATE : DATE DATE TYPE DEPARTMENT: CONTACT: REMARKS : 1 5/31/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line.Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways-6"thick). 2 5/31/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 3 5/31/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 5/31/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 5 5/31/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 6/29/2018 Permit Conditions Page 2 of 2 Full right-of-way restoration,including sod,is required. 6 5/31/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 5/31/2018 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20'. 8 6/1/2018 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5834. 0004 Printed:Friday,29 June,2018 TWIT 1 of 2 http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 6/29/2018 i �Sr ,pprir,'. City of Atlantic Beach APPLICATION NUMBER �� Building Department (To be assigned by the Building Department.) 800 Seminole Road Es 1 Q - 0 ` 7 x -c� Atlantic Beach, Florida 32233-5445 RU 85 Phone(904)247-5826 • Fax(904)247-5845 o;rrr- E-mail: building-dept@coab.us Date routed: SI Z--5 / t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 '3 C3 1Y\RR .rr&i- CA _Department review required Yes No Building) _ Applicant: b 1 0 L� tom° S fanning &Zoning's, Tree Administrator Project: ND& t , GA__ Pik-AA r Ly 'Public Work cublic Utilities , ( ,`-, C-LU De-S Me:Ti , foQ(% Public afety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: i/ — Z---. Date: 5--3 I - l8 TREE ADMIN. Second Review: Approved as revised. Denied. pp ❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: / Date: 6– y" (rJ FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 bVL1 ,f , f-, ,, CITY OF ATLANTIC BEACH 800 Seminole Road i`Sr + - CJUN 1 3 2018 ,_\ Atlantic Beach, Florida 32233 \\i,,,f____ , ,., - \IA REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date 6/12/2018 Revision to Issued Permit Corrections to Comments X Permit#RES 18-0185 Project Address 1638 Maritime Oak Drive Contractor/Contact Name Audrey Regnier Phone 904.595.5243 Email aregnier@tollbrothers.com Description of Proposed Revision / Corrections: Permit Fee Due $ Responding to comments (attached). 1 - revised sheets to show correct window on schedule 2 - Resubmitting structural plans (missing from docs submitted) Additional Increase in Building Value $ Additional S.F. signing below, Audrey Regnier B Y g 8 affirm the Revision is inclusive of the proposed changes. (printed name) /,4.......6"....4. ,,,_,n sfax7._____r 6/12/2018 Signature of Con ctor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building ` 4 ./4 ....._ ' an g : Zonin. Reviewed By Tree i sministrator Public Works Public Utilities t) ( y— kg Public Safety Date Fire Services J' '' CITY OF ATLANTIC BEACH ---..ik , 800 SEMINOLF ROAD J , '1 ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 6/6/2018 Permit #: RES18-0185 Site Address: 1638 MARITIME OAK DR Review Status: denied RE#: 169505 1940 Applicant: TOLL BROS.,INC Property Owner: ATLANTIC BEACH PARTNERS LLC Email: AREGNIER@TOLLBROTHERSINC.COM Email: Phone: 9043866472 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. At second floor shared bathroom for bedrooms #3 & #4, verify and confirm that the sill height for that window next to tub is less than 60 inches above the walking surface adjacent to the tub. If not change sill height or change window schedule to show that it will be tempered or note it on the second floor plan. 2. Structural plans were missing from the permit application for 1638 Maritime Oak Dr. 2 copies needed. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mj ones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. 0.1.A., ,,, City of Atlantic BeachAPPLICATION NUMBER F Building Department (To be assigned by the Building Department.) 800 Seminole Road MAY 2t R \ — 0185 1 -r Atlantic Beach, Florida 32233-5445 MrPhone(904)247-5826 • Fax(904)247-5845 -P...0 it � E-mail: building-dept@coab.us Date routed: S /ZSi L City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 (3 MRR("T‘N\C--. 0ent review required Yes No Building Applicant: C7 L V 6 t�0 s . tanning &Zonings, Tree Administrator Project: NDE,- t NK.; Pp1/4M i Ly _ ublic Wo ublic Utilities ( i..) C%LUDES f &V'c/}(_, Kph;r- Public afety Fire Services Review fee $ �0 Dept Signature y‘ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. i ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: it /ice— z Date: 'S4 1 TREE ADMIN. Second Review: ['Approved as revised. ['Denied. ❑Not applicable PU: -41 ORKSents: BLIC UTILITIES LC-V-4 8 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ~ .- City of Atlantic Beach (-* PUBUC UTILITIES DEPARTMENT 1200 Sandpiper Lane ~' Atlantic Beach, FL 32233 (904)247-5834 NEW WATER / SEWER TAP REQUEST Date 6.—3/- / b' Project Address /6 3 g 421 T 1'0/1 t 0/4g Number of Units / Commercial Residential V Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) / it New Reclaim Water Meter Size 41 New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application 4 2 L 5 IS - 0 / 8 Water System Development Charge $ `` I1 I ' O Sewer System Development Charge $ 'T, () SU, cr0 Water Meter Only $ / f S, 00 Reclaim Meter Only $ / 95706 Water Meter Tap $ Sewer Tap $ Cross Connection $ 56, QC) Other $ TOTAL $ S LO /C QC) (Notes) APPROVED Kayle Moore, P.E. Date Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED rS L�i;�., City of Atlantic Beach APPLICATION NUMBER �f "� Building Department (To be assigned by the Building Department.) \p) 800 Seminole Road c� - 1\Atlantic Beach, Florida 32233-5445 , U - 0185 Phone(904)247-5826 • Fax(904) 247-586'•<:!..0.219%=. 47-586' % 0.219r E-mail: building-dept@coab.us Date routed: S z5 / 18 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I l 0I \R1 (T .'V\€, „Department review required Yes No Buildin ) Applicant: L.,,, 6 RC) S tanning &Zoning`' , Tree Administrator Project: t ,I.DL M i L Jublic Worms blicc Utilities-, ( GLi..)UE` nAetfIC., Kg Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Vproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING t / PLANNING & ZONING lb Reviewed by:_ ,,,, „e/A, _ Date:.2'4" TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 A REVOCABLE ENCROACHMENT PERMIT ri)Y REVOCABLE ENCROACHMENT PERMIT by the City of Atlantic Beach,Florida,a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY"and TOLL FL VI,LP of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as Pavers in the Right-of-Way for the driveway. • Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30) days' notice by CITY to USER, said notice to USER shall be given by certified mail, return receipt requested,to the following address 1638 Maritime Oak Dr, Parcel#67-132 08-2S-29E • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY,including City Code Section 19-7(h) which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department,for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications,to include utilities locate requirements and use limitations/requirements of public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of t work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USE Date /1/I Property Owner/Agen . Steven R. Merten,Division President,Toll FL VI LP (signed in presence of otary Public) STATE OF FLORIDA,COUNTY OF ST.JOHNS The foregoing instrument was acknowledged this (, day of April,2018, by Steven R.Merten,who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Signatur otary Public, State of Florida Approved/Public Works Department: Personally Known_x_ Produced Identification(Type) Notary Public State of Florida ott illiams, Public Works Director Melissa Sue Lieberman My Commission GG 126098 9�j0„, Expires 09/1812021 `1' RIGHT-OF-WAY/ EASEMENT PERMIT Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 1638 Maritime Oak Drive Phone 904-595-5243 Permittee Steven Merten Email aregnierAtollbrothers.com Requesting Permission to Construct Pavers in the Right of Way for the driveway Location(Reference to Cross-Street) Maritime Oak Dr&Timber Bridge Ln -06884 ATLANTIC BEACH COUNTRY CLUB UNIT 02 • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction,repair,improvement,maintenance,safe and efficient operation, alteration or relocation of all,or any portion of said street or easement as determined by the Director of Public Works,any or all said poles,wires,pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Stacia Moore (Project Superintendent) located at 237 9th Avenue North,Suite 4,Jacksonville Beach,FL 32250 • All materials and equipment shall be subject to inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical, in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation,as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder,and the holder will,at all times, assume all risk of and indemnify, defend and save harmless the City of Atlantic Beach from and against any and all loss,damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • The Director of Publi 1 orks shall be notified twenty-four(24)hours prior to starting work and again immediately upon/:/), of pletion. Date q/(i f�f Permittee: Steven R.M f e ivision President,TOLLFL VI,LP(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF SAINT JOHNS The foregoing instrument was acknowledged this I( day of April,2018, by Steven R.Merten,who personally appeared before me and (printed name of Permittee) acknowledge he si.. i the instrument voluntarily for the purpose expressed in it. ,,' Personally Known x Signature o /• P,blic,State of Florida Produced Identification(Type) Notary Public State of Florida , Mellen Sue Lieberman •• of My Commission GG 126088 a Expires 09/18/2021 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) (/4.?LAJT . i -, 800 Seminole Road �� Atlantic Beach, Florida 32233-5445 R \ 0 8 5 Phone(904)247-5826 • Fax(904)247-5845 �!J;��gr E-mail: building-dept@coab.us Date routed: S /Z5 1 1 8 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM t �(\ Property Address: 1 �' Q I ' \,RfZtTt. c— Cio.\' _Department review required Yes No Building) Applicant: t 0 c.c.—. 6 Ro S ,-.---Planning &Zonini gam, Tree Administrator Project: efv3 t .r.3G c:-=f l-tv\ + Ly -"--Public Work �, blic Utilities-, ( 0 C-U)DE.S ANL- (oor Public—Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. WI—Denied. ❑Not applicable (Circle one.) Comments: BUILDING PL G & ZONINGn G.6-�oI rReviewed by: �f f Date: TREE ADMIN. Second Review: Approved as revised. ['Denied. [Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY /7Reviewed by: Date: �j " Zdcj t� FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 )t-rIUt WI-1Y got 1 ECEWE CITY OF ATLANTIC BEACH 7. ': `isj JUN 13208 1 800 Seminole Road ,: z. LI) Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 6/12/2018 Revision to Issued Permit Corrections to Comments X Permit# RES 18-0185 Project Address 1638 Maritime Oak Drive Contractor/Contact Name Audrey Regnier Phone 904.595.5243 Email aregnier@tollbrothers.com Description of Proposed Revision/Corrections: Permit Fee D - $ 0,40 Responding to comments (attached). 1 - revised sheets to show correct wi • • • schedule 2 - Resubmitting structural plans (missing from docs submitted) Additional Increase in Building Value $ Additional S.F. By signing below,I Audrey RegnIer affirm the Revision is inclusive of the proposed changes. (printed name) / 11 r 6/12/2018 Signature of Con/ctor/Agent(Contractor must sign if increase in valuation) l)ut o (Office Use Only) Approved DeniedNot Applicable to Department Revision/Plan Review Comments Department Review Required: Building _� gid— • an g : Zonin. Reviewed By Tree ,.ministrator Public Works Public Utilities 6_/(x d Public Safety Date Fire Services NI 0 ilik, s>' A CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD j Z ATLANTIC BEACH, FL 32233 (904) 247-5800 r_�J131�� BUILDING REVIEW COMMENTS Date: 6/6/2018 Permit #: RES18-0185 Site Address: 1638 MARITIME OAK DR Review Status: RE#: 169505 1940 Applicant: TOLL BROS.,INC Property Owner: ATLANTIC BEACH PARTNERS LLC Email: AREGNIER@TOLLBROTHERSINC.COM Email: Phone: 9043866472 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: At second floor shared bathroom for bedrooms#3 & #4, verify and confirm that the sill height for that window next to tub is less than 60 inches above the walking surface adjacent to the tub. If not chang- sill height or change window schedule to show that it will be tempered or note it on the second floor plan. 2. Structural plans were missing from the permit application for 1638 Maritime Oak Dr. 2 copies nee. d. Buildin pea, 6/alma gD/ Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us 6 m i led Review 6,,,,„,e,,,, a ! 6- 6 - 20/ V/r“ Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which rtryl Dv t'tott. Building Permit Application Updated 12/8/17 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 �j Q Job Address: 1638 Maritime Oak Drive Permit Number: I�&S( 0 I. f Legal Description Lot 129 Atlantic Beach Country Club Unit 2, Parcel #67-52 16-25-29E RE# 169505-1940 Valuation of Work(Replacement Cost)$365683 Heated/Cooled SF 3272 Non-Heated/Cooled 718 • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: New home construction Florida Product Approval#set attached for multiple products use product approval form Property Owner Information Name: Toll FL VI Limited Partnership Address: 160 Cape May Avenue City Ponte Vedra State FL Zip 32081 Phone 904-217-0739 E-Mail aregnier@tollbrothers.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Toll FL VI, LP Contractor Information Name of Company: Toll Bros., Inc Qualifying Agent: Steven R. Merten Address 160 Cape May Avenue City Ponte Vedra to FL Zip 32081 Office Phone 904-595-5243 Job Site/Contact Number 904 State Certification/Registration# CGC1510225 E-Mail aregnier@tollbrothers.com •. , Architect Name&Phone# Toll Architecture(407)248-5800 Engineer's Name &Phone# Lou Pontigo&Associates(904)242-0908 Workers Compensation Policy#MWC30267702/Expries 9/1/2018 MAY Exempt/Insurer/Lease Empldyees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet q standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured&ELEC1RICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:Tri addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANC .I G, CONSULT WITH YOUR LENDER OR AN ATTO' EY BEFORE RECORDING YOU '1 OTICE OF COMMENCEMENT. is•:ture of Owner or Agent) ature of Contractor) (including contractor) Signed and sworn to(or affirmed)before me this I I day of Signed and sworn to(or affirmed)before me this I I day of April 2018 by Steven R. Merten April 2018 by Steven R.Merten (Signatu of Notary) ure of Notary) [ Personally Known OR Personally Known OR [ ]Produced Identification °r+ Notary Public Se of Florida ] Produced Identification Notary Public State of Florid. Melissa Sue Ltatieberman Melissa Sue Lieberman Type of Identification: ype of Identification: "4,,01, Expires 09/18/2021 rylaP•'• Expires 09/18/2021 OFFICFr, . PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft") 3c)7 c- Non-Habitable Space (ft') LAND INFORMATION: Zoning District /i13C Flood Zone X Minimum FFE/h; h. /a 3c7 nrp. 413.40 BUILDING INFORMATION: Construction Type Y/ Occupancy Group S,ns)-t rot m; Number of Stories Max Occupancy Load Fire Sprinklers Required YV/ l' CONDITIONS/ COMMENTS: Rev. 2.7.2018 FORM R405-2017 /-e0ri FlGJr -d _ .1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Franklin 3272 Right E Builder Name: Toll Brothers Street: Lot 129 Atlantic Beach CC Permit Office: Duval • City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Toll Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3614.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3404.70 ft2 b.Frame-Wood,Adjacent R=13.0 210.00 ft2 3. Number of units,if multiple family 1 . c.N/A R= • ft2 • 4. Number of Bedrooms 4 d.N/A R= ft2 . 5. Is this a worst case? No 10.Ceiling-Types (1639.0 sqft.) Insulation Area ft2 a.Under Attic(Vented) R=38.0 1427.00 6. Conditioned floor area above grade(ft2) 3272 b.Under Attic(Vented) R=19.0 212.00 ft2 • Conditioned floor area below grade(ft2) -0 c. •N/A R= ft2 • I. 11.Ducts • R ft2 7. Windows(486:5 sqft.). Description Area • a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 644 a. U-Factor: Dbl,U=0.34 486.50 112 • i SHGC: SHGC=0.27 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 60.0 SEER:14.00 i ' c. U-Factor: N/A •ft2 • SHGC: • 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 60.0 HSPF:8.20 SHGC: • ' Area Weighted Average Overhang Depth: 4.737 ft. Area Weighted Average SHGC: 0.270 14.Hot water systems • a.Natural Gas Tankless Cap:'1 gallons 8. Floor Types (3272.0 sqft.) • Insulation Area EF:0.800 • a.Slab-On-Grade Edge Insulation R=0.0 1633.00 ft2 . b. Conservation features b.Floor Over Other Space R=0.0 1350.001t2 None c.other(see details) R= 289.00 ft2 15.Credits Pstat Glass/Floor Area: 0.149 Total Proposed Modified Loads: 77.21 ;PASS . Total Baseline Loads: 89.65 I hereby certify that the plans and specifications covered by Review of the plans and y't`C` r}XE ST.�T4+a • this calculation are in compliance with the Florida Energy specifications covered by this : ti ,�„ z 0�;�., ' Code. calculation indicates compliance y 'ii,�r�r+;' lig o'•'.11/4., with the Florida Energy Code. rrniea '4, _ ,o,,,.0�t PREPARED BY:�� p ,/ / p j �L�?lElr+�rH�` ✓-•►ao Before construction is completed 1 1-. � �� -+ DATE: t S a 2-- 7�/J' this building will be inspected for a /,compliance with Section 553.908 % * n �• ...* I hereby certify that this building,as designed, is in compliance ' Florida Statutes. 1,, 4 tea' ••.•SSS. s with the Florida EnergIL de. ''' Cob y�1 c-Af,>"' M ieer.r;,.riutis OWNER/AGENT: -� BUILDING OFFICIAL: DATE: / k�I ISS DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2:1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 5/22/2018 2:07 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 OFFICE COPY \\CBUCK EnQIneerInc Specialty Structural Englneerinc CBUCK,Inc.Certificate of Authorization#18064 Evaluation Report "M-Seam" Metal Roof Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 (877) 358-7663 for Florida Product Approval # FL 5211.3 R6 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: "M-Seam" Material: Steel Panel Thickness: 26 gauge, (Minimum) Panel Width: 16" Support: Wood Deck Digitally signed by James L.Buckner,P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule Prepared by: 6161523. \IIII1� James L. Buckner, P.E., SECB .�� c: 8�pkti/ Florida Professional Engineer # 31242 � . ' \CENsi' .•F,p Florida Evaluation ANE ID: 1916 _ No31242 •* - * _ Project Manager: Youry Demosthenes • W= Report No. 15-104-M-S6W-ER ;�,�'. STATE OF (Revises 12-117-M-S6W-ER) S •.:`�oRloP•.. Date: 7/ 1/ 15 /',S�ONA` 0\ Contents: , Evaluation Report Pages 1-7 CBUCK, Inc. 2015.07.01 11:03:27-04'00' 1399 N.Killian Drive,Suite 4,West Palm Beach, Florida 33403 Phone:(561)491-9927• Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net FL#: FL 5211.3-R6 Date: 7/1/ 15 CBUCK Encjineerinc3 RReeport No.: 15-104- 7 M-S6W-ER 2 ofSpecialty Structural Engineering) CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Millennium Metals, Inc. Product Name: "M-Seam" Product Category: Roofing Product Sub-Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System "M-Seam" Description: 26 gauge Minimum, Steel roof panel mechanically attached to Plywood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32 (min.) or 19/32" or greater plywood, • or Wood plank(min. specific gravity of 0.42) Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure: Refer to Table "A" (Refer to"Table A" attachment details herein) FL#: FL 5211.3-R6 CBUCK r� �+ Date: 7/ 1/15 EnQIn et Inc Report No.:350f 4 M-S6W-ER Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Performance Standards: The product described herein has demonstrated compliance with: • UL580-06—Test for Uplift Resistance of Roof Assemblies • UL 1897-04—Uplift test far roof covering systems Standards Equivalency: • The UL 580-94 standard version used to test the evaluated product assembly is equivalent to UL580-06 standard version adopted by the Florida Building Code 5th Edition (2014). • The UL 1897-98 standard version used to test the evaluated product assembly is equivalent to UL1897-04 standard version adopted by the Florida Building Code 5th Edition (2014). Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1504.3.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of"Limitations and Conditions of Use"for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per'Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under"Optional Statewide Approval". • Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade& Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization U: QUA 1824). \ FL#: FL 5211.3-R6 Date: 7/ 1/ 15 CBUCK Ent:WneeOn : g Rego 4 rt No.:45 7 M-S6W-ER Specialttj Struct'urdl EnQlneerinq CBUCK,Inc.Certificate of Authorization#8064 Components/Materials Roof Panel: "M-Seam" (by Manufacturer): Material: Steel Thickness: .26 gauge Minimum Panel Width: 16" (max.) Coverage Rib Height: 1" Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Fastener: Type: Pancake-Head Wood Screw Size : #10 x 1" Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Components/Materials Underlayment: (by Others): Material and application shall be in compliance with FBC Section 1507.4.5.1 and 1507.4.5.2, applicable codes and in accordance with manufacturer's recommendations. Insulation (Optional): Type: Rigid Insulation Board Thickness: 3" (max.) Properties: Density: 2.25 pcf(lbs/ft3) min. Or Compressive Strength: 20 psi min. Insulation Notes: • Rigid Insulation shall meet minimum density OR compressive strength. • Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". CBUCK Engineering FL#: Date: FL 5211.3-R6 7/ 1/ 15 Report No.: 5M-S6W-ER Page 5 0f 7 Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Installation: Installation Method: (Refer to drawings on Pages 6-7 of this report.) • Fastener spacing: Refer to Table"A" Below (along the length of the panel) • Rib Interlock: Snap Lock (Panel ribs shall be fully engaged to form an integral interlock. ) • Minimum fastener penetration thru bottom of support, 3/16". • For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" ALLOWABLE LOADS METHOD 1: METHOD 2: * Design Pressure: -84.25 PSF -91.75 PSF Deck Thickness: 15/32" or 19/32" 15/32"or 19/32" Fastener Spacing: 8" 4" *Allowable design pressure for allowable stress design(ASD)with a margin of safety of 2 to 1. Install the "M-Seam" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL580-94& UL 1897-98 Uplift Test By Hurricane Test Laboratory, LLC(FBC Organization#TST ID: 1527) Report#: 0232-0508-05, Report Date: 6/29/05, Specimens#1-3 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee#423 3. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) FL#: FL 5211.3-R6 Date: 7/ 1/ 15 \CBUCK Encjineerinci PageReprt No.: 65of 7 M-1.04 -ER Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Installation Method Millennium Metals "M-Seam" Roof Panel Attached to Wood Deck Profile Drawings 1" 1 16"CoverageI.H i al— Optional Striations 3/4 Typical Panel Profile View 16" o.c. AllrilrcIntegral Snap Lock — #10 Pancake-Head Screw 3/16"min. penetration thru deck I 5. i i Typical Assembly Profile View FL#: FL 5211.3-R6 Date: 7/1/ 15 CBUCK EnQinPerinc� rt No.: 5M-S6W-ER Pdge 7of 7 Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Installation Method Millennium Metals "M-Seam" Roof Panel Attached to Wood Deck Fastener: #10 Pancake-Head Scre "M—Sean"Roof Panel — -----------___--- _ ---____-- 41/ / / ,//i/ / / Deck: -15/32"or 19/32"or greater Plywood,or nsuiation: -Wood plank (Optional)3"max or 25 psi min. Typical Assembly Profile View TABLE "A" ALLOWABLE LOADS METHOD 1: METHOD 2: * Design Pressure: -84.25 PSF -91.75 PSF Deck Thickness: 15/32"or 19/32" 15/32" or 19/32" Fastener Spacing: 8" 4" *Allowable design pressure for allowable stress design(ASD)with a margin of safety of 2 to 1. it IizSOF Artisan® Lap Siding and Trim • k ,.� I EFFECTIVE MAY 2017 IMPORTANT:FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS,AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE.FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY.BEFORE INSTALLATION,CONFIRM YOU ARE USING THE CORRECT HARDIEZONE®PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343(866-9-HARDIE) B 11\ L p STORAGE E A Store flat and keep dry and covered prior to installation(fig 1).Installing siding wet or A P saturated may result in shrinkage at joints.Protect edges and corners from breakage.James E ', ' \ , Hardie is not responsible for damage caused by improper storage and handling of the product D 1 1 1 HANDLING Ag j When working with Artisan®siding and trim products,carry the product on edge.If only one F { person is carrying the product,hold it in the middle and spread arms apart to better support ythe product(fig 2).If two people are carrying the product,hold it near each end and on edge \ I (fig 3).Do not lift or carry Artisan products flat(fig 4). � i Figure 1 Figure 2 Figure 3 Figure 4 CUTTING INSTRUCTIONS OVERVIEW Figure 5 24 in o.c.max 1. Position cutting station so that wind will blow dust away from user and others in working area. 2. Use one of the following methods: ® —= —_ a.Best: Circular saw equipped with a HardieBlade 4111=1111•1 saw blade and attached vacuum dust 4/111111=1111 - collection system plywood or ��, b.Better: Circular saw equipped with a HardieBlade OSB sheathing , moo saw blade and a dust collection feature (e.g.Roan®Saw) water-resistive 1 MIN barrier C.Good: Circular saw equipped with a HardieBlade �� saw blade • ,,��L. 0�,►12 lilt '—RIMleave appropriate — NEVERgrind or cut with apower saw indoors. concrete gap between NEVER dry sweep dust;use wet dust suppression or vacuum to collect dust. Install a 1 1/2 in off stud tongue foundation planks and trim, starter strip to and groove joint then caulk" For maximum dust reduction,James Hardie recommends using the"Best"cutting practices. ensure a consistent For best performance when cutting with a circular saw,James Hardie plank angle recommends using HardieBlade saw blades. NOTE:James Hardie makes no representation or warranty that use of a particular cutting artisan option will assure your compliance with applicable laws and safety requirements. •Apply caulk in accordance with If you are unsure which cutting option is best for your jobsite,consult a qualified industrial caulk manufacturers'written Siding I Trim.. hygienist or safety professional,or contact your James Hardie representative for assistance. application instructions. LAP SIDING I BEADED LAP SIDING I ACCENT TRIM Visit jameshardiepros.com for the most recent version. ART1701 P1/8 05/17 4 >o y . r Artisan®Lap Siding and Trim GENERAL REQUIREMENTS • Artisan siding can be installed over braced wood or steel studs,20 gauge(33 mils)minimum to 16 gauge(54 mils)maximum,spaced a maximum of 24 in o.c.or directly to minimum 7/16 in thick OSB sheathing.See General Fastening Requirements.Irregularities in framing and sheathing can mirror through the finished application.Correct irregularities before installing siding. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www.jameshardiepros.com • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.HardieWrap°Weather Barrier,a non-woven non-perforated housewrap,does comply with building code requirements. • All flashing and clearance details in figs.6-18 MUST be followed when installing James Hardie®products. • Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6in.in the first 10ft. • Do not use Artisan lap siding in fascia or trim applications. • Do not install James Hardie products such that they may remain in contact with standing water. • Artisan lap siding may be installed on flat vertical wall applications only. • DO NOT use stain,oiValkyd based paint,or powder coating on James Hardie products. • For larger projects,including commercial and multi-family projects,where the span of the wall is significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin#8"Expansion Characteristics of James Hardie Siding Products"at www.jameshardiepros.com. CLEARANCE AND FLASHING REQUIREMENTS • Artisan lap butt joints are designed to be installed off stud.Do not nail within 2 in.of tongue and groove at end of planks. • James Hardie recommends cutting tongue or groove off when butting into trim boards(fig.18). • When ending Artisan lap at the bottom of a window or at the top of a wall,a finishing strip similar to a starter strip may be necessary to achieve a proper plank angle.Also when cutting Artisan lap around doors,windows,or other horizontal trim applications,an additional starter strip may be necessary to achieve proper plank angle(fig.7). Figure 6 Figure 7 Figure 8 Figure 9 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z-Flashing A , r--,,/7 As required 011 by IRC code r. �� min 4 in x 4 in Min.''/a in II 4.7------'' q .:' 4 Do not caulk, �' r '"' in. ke °' '� \ / �� lin Figure 10 Figure 11 Figure 12 Figure 13 Figure 14 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry ,,,,,e• -_- _� T.'7 l.-Flashing si + Z-Flashing Z Fla•hing —_.��`� ?1� � Z-Fl.shing 100 in. 4 _ '� ��— ��n.'/ain 1 ��K 6 i n 1 �.. n I�� , '11 in,Y in Min. /z in Figure 15 Figure 16 Figure 17 Figure 18 Drip Edge Block Penetration Valley/Shingle Extension Butting to Trim A� Z-Fla i'•: r 0,„.....---4--. — Min.'/4 it ,:.;. ,.,.; ,, ,os t =`W 1rt� �� D• ••: caulk fro .Oafasca �' — w'ti; putte remove tongue or 100°1 -1- correct � ' groove when j method + / butting trim ART1701 P2/8 05/17 Ii >o. Artisan&Lap Siding and Trim ARTISAW ACCENT TRIM Artisan Lap and Beaded Lap siding require a trim thickness of 1 1/2 in for proper aesthetics(fig 21). •When installing Artisan®Accent Trim all clearance&flashing details figs 6 through 18 must be followed. •2-1/2 in minimum 16 ga.finish nails may be used to attach Artisan Accent Trim to wood frame construction.ET&F or equivalent fasteners or screws may be used to attach Artisan Accent Trim to steel frame construction. •Fastening instructions are similar for all applications.When using finish nails,position nails no closer than 1/2 in from the edges of the trim and for all other fasteners no closer than 3/4 in.Fasteners must be no closer than 1 in.from ends of trim and spaced a maximum of 16 in o.c.Ensure trim is adequately fastened.Note:James Hardie recommends installing trim boards so that seams are not visible from the front facing or street curb view(fig.20). •Flashing is required over all horizontal protruding and exposed trim. Figure 19 Figure 20 Figure 21 1-1/2 in-1 Artisan I Accent Trim Artisan top view Accent Tom using Artisan Accent Trim „ 1 . 22.5°-45° front facing trim board weather cut (see note above) 1.5 in thick trim 14--3 1/2 in-+l Board Pre-built corner Site Built Corners Other areas(e.g.window trim, Width band boards and fascia) 4 in 1 nail every 16 in to attach boards together+ 2 nails every16 in 2 nails every16 in 2 nails every 16 in each board 6 in 1 nail every 16 in to attach boards together+ 3 nails every 16 in 3 nails every 16 in 3 nails every 16 in each board HARDIETRIMTM TABS & CORNER TABS For Corners,Band Boards,Windows,and Door Applications: Artisan Accent Trim boards can be installed with Flat Tabs and Corner Tabs,which provide concealed fastening.Only HardieTrim'”Flat and Corner Tabs can be used with Artisan Accent Trim boards to create a concealed fastening.Fastener spacing will vary based on application.Refer to fastener table on page 5.Refer to specific sections in these instructions for required fastener spacing by application(window,band board,etc.) Step 1: Attach Flat Tabs to the back side of the trim using four(4)18 ga.1/2 in L x 1/4 in W narrow crown corrosion resistant staples,equally spaced in one row, positioned no closer than 1/2 in from trim edges using a pneumatic staple gun.(Figure 22) Step 2:For wood frame construction,attach the trim to the building with minimum 2, 6d siding nails fastened through the HardieTrim Flat Tabs.ET&F or equivalent fasteners Figure 22 Min 2 in may be used to attach the Flat Tabs to steel frame construction. Fasten 4 staples to the center of the nailing ridge. Min 1/2 in Installation of HardieTrim tabs in Coastal Regions: James Hardie requires that stainless steel staples&fasteners be used 16 in OC max—i HardieTrim Flat Tab when installing HardieTrim Tabs in coastal regions. • Installation of HardieTrim Tabs over Pressure Treated Lumber: Figure 23 Fasten HardieTrim HardieTrim tabs must not come in direct contact with ACQ or CA preservative-treated wood. 7/1116 abto with m n 2, Refer to the General Fastening section of this document for further information. sd siding nails ART1701 P3/8 05/17 e lila Artisan®Lap Siding and Trim TRIMMING CORNERS When using HardieTrim tabs prebuild outside corners off the wall: • Attach HardieTrim Corner Tabs to the back side of the trim using eight(8)-18 ga.1/2 in L x 1/4 in W narrow crown corrosion resistant staples using a pneumatic stapler.Ensure the HardieTrim Corner Tabs are fastened tight and straight to the trim boards.(Figure 24) • For wood frame construction,attach the trim to the building with 6d siding nails fastened through the Corner Tabs.ET&F or equivalent fasteners may be used to attach the Corner Tabs to steel frame construction. (Figure 25) • Attach a HardieTrim Corner Tab 1 in from each end and every 20 in o.c. • TIP:Creating a jig for the work station is recommended to ensure the corners are fastened securely and straight. (Figure 27) Figure 24 Figure 25 Figure 26 Figure 27 For Jig: 1I—mss Use 4 staples per Fasten 2 in x 4 in ''�� rlr'1 1= Corner studs Corner Tabs is.4 timber blocks piece of trim totv to a work bench fasten the ►,. iQ 22,5°-45° Y.L shaped tab to ="� weather cut IIIIIIIIIIlIII the pre-built � corner.Use the liffall liffiA nail line on thenail Corner Tab g Artisan Fasten 2 in 8 in stud Figure 28 tabs as a guide. Accent Trim to the timbe blocks 111111 corner _ studs no �� Artisan Accent Trim boards can also be installed directly to �I,�, the building(fig.31)around corners using 2-1/2 in long C,��' minimum 16 ga.galvanized finishing nails every 16 in o.c. or., I 2-1/2 in Finish nail • TRIM APPLICATION FOR WINDOWS, DOORS & OTHER OPENINGS* Trim the opening prior to the installation of the siding(Figure 29). Figure 31 Water-resistive Barrier I 1/4 in gap 11111111 Place a Flat Tab at the end of each trim board and one tab every 16 in OC. Flashing needs to be 1 ; Do not caulk tucked under the water between ti• Attach the trim boards and Flat Tabs around the opening as shown in resistive barrier and over ;ling and Figures 29 and 30. the Flat Tabs. the flashing. Figure 30 _ Figure 29 Header piece spans the windowIN including the side trim pieces. Side trim pieces go to r '' --'' the top of the window. z-- III — 11111 rj 1 lElill IIII jill ■ 1/8 in caulked lli gap is left i 1 between ■ siding and 11111 the side trim Bottom trim piece » pieces. f/is the width of the window. IllilIllIllIllIll `Follow your window/door manufacturers installation instructions for caulking guidance between window/door trim. ART1701 P4/8 05/17 >t NEo. Artisan®Lap Siding and Trim BAND BOARD A flashing is required over the trim and HardieTrim Flat Tabs.(Figure 34)Terminate ends of the Band Board into Trim or Siding or miter cut the edges of the trim at the corners of the building.Place a HardieTrim Flat Tab at the end of each trim board and one tab every stud at a maximum of 16 in o.c. The HardieTrim Flat Tabs should be attached to the trim in an alternating pattern to the top and bottom of the band board(Figure 32&33). Use 16 ga.galvanized 2 in long finish nails to ensure proper fastening if needed. Figure 32 Figure 34 Fasten 4 staples to the center of the nailing ridge HardieTrim Flat Tabs 1111 j I Weather- resistive 16 in o.c.max---4. barrier Sheathing I _� Artisan i Lap Siding Figure 33 m,...HardieTrim Flat Tabs m —1/4 in gap. Do not caulk. '4,V7‘: Flashing Blocking . 1-16 in o.c.max �Ws 1 Artisan Accent Figure 35 Trim Board FLUSH Flat and Corner Tabs Caulk Flat Flat and \ to Corner Tabs I�� (ID Flat Tabs Siding nail attaches Do not under Only use staples to fasten tab to the wall. drive nails. Flat and Corner Tabs to the trim boards. HARDIETRIM TAB FASTENER TABLE APPLICATION FRAMING MATERIAL FASTENER FASTENER MAX TAB SPACING TAB IS NAILED INTO (TAB TO FRAMING) (TAB TO ARTISAN ACCENT TRIM) (INCHES ON CENTER) Wood Stud (minimum G=0.42) One 6d corrosion resistant siding nail installed through center of flange into framing Four 18 ga.X 1/2 in long X 1/4 in FLAT TAB Minimum APA rated Two 4d ring shank corrosion resistant siding nails equally spaced installed wide corrosion resistant crown 16 7/16 in OSB through flange into framing staples,equally spaced in one row Minimum 20 One No.8 X 1 in long X 0.323 in head diameter screw(corrosion resistant) gauge steel installed through flange into framing Wood Stud On each flange,Install one 6d corrosion resistant siding nail through flange into framing (minimum G=0.42) For each piece of trim,install Four 20 CORNER TAB Minimum APA rated On each flange,Install two 4d ring shank corrosion resistant siding nails through 18 ga.X 1/2 in long X 1/4 in wide 7/16 in OSB flange into framing corrosion resistant crown staples, Minimum 20 On each flange,Install one No.8 X 1 in long X 0.323 in head diameter screw(corrosion equally space in two rows gauge steel resistant)through flange into framing • Wind-Borne Debris Region: Additional fasteners may be necessary when installing tabs in a Wind-Borne Debris Region,please call Technical Services 800-942-7343 with any questions. ART1701 P5/8 05/17 0, /Ma Artisan®Lap Siding and Trim ;`__ i,, ARTISAN" LAP & BEADED LAP SIDING Figure 36 oint flashing* JOINT PLACEMENT Artisan Lap and Beaded Lap siding butt joints are designed to be installed off stud.Butt joints must not fall _ m��>;.4N am. 4 inches of a stud(fig.38).Do not nail within 2 in.of the end of planks. ai JOINT TREATMENT Artisan lap siding 4, h MI Install factory finished tongue and groove edges together at butt joints using Joint Flashing(fig 36). I. STARTER STRIP 1111111.11.1114 Install a 1-1/2 in starter strip to ensure a consistent plank angle(fig 5). FASTENER REQUIREMENTS *As required by local building code Figure 37 Figure 38 BLIND NAILING(required) PROPER NAIL PLACEMENT 0 C24 max. V nailing line '� stud ��- DO NOT USE _ -6 NAIL LINE water-resistive AS LAP LINE 1 barrier 9J min.1 /in l I I Butt joints must not overlap �'-J. I , fall within 4 inches Ri- /} i�' of a stud. DO NOT USE . b ASML UNE UNE 1 1/4 in min. overlap blind nail water-resistive barrier Wood Framing water-resistive •Siding nail(0.09 inshank x 0.221 in HD x 2 1/4 in long) barrier Steel Framing •Do not nair within 2 in of tongue and groove at end of planks. •Ribbed Bugle Head screw(No.8-18 x 0.323 in HD x 1 5/8 in long) •Use the nailing line provided on the board for proper nail placement. , GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant,galvanized,or stainless steel. •Consult applicable product evaluation or listing for correct fasteners type Electro-galvanized are acceptable but may exhibit premature corrosion. and placement to achieve specified design wind loads. James Hardie recommends the use of quality,hot-dipped galvanized nails. •NOTE:Published wind loads may not be applicable to all areas where Local James Hardie is not responsible for the corrosion resistance of fasteners. Building Codes have specific jurisdiction.Consult James Hardie Technical Stainless steel fasteners are recommended when installing James Hardie Services if you are unsure of applicable compliance documentation. products near the ocean,large bodies of water,or in very humid climates. •Drive fasteners perpendicular to siding and framing. •Fastener heads should fit snug against siding(no air space).(fig.A) Manufacturers of ACQ and CA preservative-treated wood recommend spacer •Do not over-drive nail heads or drive nails at an angle. materials or other physical barriers to prevent direct contact of ACQ or CA •If nail is countersunk,fill nail hole and add a nail.(fig.B) preservative-treated wood and aluminum products.Fasteners used to attach •For wood framing,under driven nails should be hit flush to the plank with a HardieTrim Tabs to preservative-treated wood shall be of hot dipped hammer(For steel framing,remove and replace nail). zinc-coated galvanized steel or stainless steel and in accordance to 2015 •NOTE:Whenever a structural member is present,Artisan lap should be IRC R317.3 or 2015 IBC 2304.10.5. fastened with even spacing to the structural member.The tables allowing direct to OSB or plywood should only be used when traditional framing is PNEUMATIC FASTENING not available. James Hardie products can be hand nailed or fastened with a pneumatic tool. •Do not use aluminum fasteners,staples,or clipped head nails. Pneumatic fastening is highly recommended.Set air pressure so that the fastener is driven snug with the surface of the siding.A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail (gy ' —Ilk7\' Countersink, 1 4\ is driven.If setting the nail depth proves difficult,choose a setting that under . P Fill&Add Nail drives the nail. (Drive under driven nails snug with a smooth faced hammer snug flush ` DO NOT DO NOT Does not apply for installation to steel framing). Figure A Figure B under drive nails staple ART1701 P6/8 05/17 Artisan®Lap Siding and Trim CAULKING & PAINTING For best results,use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions.Note:Some caulking manufacturers do not allow tooling. DO NOT use stain or oil/alkyd base paints on James Hardie®products. Factory-primed James Hardie Products must be painted within 180 days of installation.100%acrylic topcoats are recommended.Do not paint when wet.For application rates,refer to paint manufacturer's specifications.Back-rolling is recommended if the paint is sprayed. CUT EDGE TREATMENT Caulk,paint or prime all field cut edges.James Hardie touch-up kits are required to touch-up ColorPlus products. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE •Care should be taken when handling and cutting James Hardie ColorPlus products.During installation,use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlus Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with a new piece of siding with ColorPlus Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlus product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. • PAINTING SIDING AND TRIM WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products,James Hardie recommends the following regarding surface preparation and topcoat application: •Ensure the surface is clean,dry,and free of any dust,dirt,or mildew. •Repriming is normally not necessary. • 100%acrylic topcoats are recommended. •DO NOT use stain or oil/alkyd based paints on James Hardie products. •Apply finish coat in accordance with paint manufacturers'written instructions regarding coverage,application methods,and application temperature. •DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section. CARE & MAINTENANCE Recommended maintenance includes,but is not limited to: •Washing down the exterior surfaces every 6 to 12 months with a garden hose or low pressure water spray to remove dirt and debris.* •Re-applying of exterior finishes.* •Maintaining the exterior envelope and connections including joints,penetrations,flashings,and sealants(caulking)that may provide a means of moisture entry beyond the exterior cladding. •Cleaning out gutters,blocked pipes,and overflows as required. •Pruning back vegetation that is touching the building.Clearance between the siding and shrubs is recommended. •Ensuring required external ground clearances and drainage slopes are maintained. *Refer to your paint manufacturer for washing and recoating recommendations. ARTnoi P7/8 05/17 -t1/ ra. Artisan®Lap Siding and Trim WARNING High pressure water blast and sand blasting may damage the surface of the fiber cement product.Low pressure water spray,a soft medium bristle(nonmetal) brush is most suitable for cleaning fiber cement products.Acid washing can damage the fiber cement surface and is not recommended. Note:If using a pressure washer,care must be taken to ensure that the water stream does not damage the surface of the siding. Damage to siding arising from improper cleaning or maintenance may not be covered by the James Hardie warranty. Using wide fan tips that are kept a minimum of 6 feet from the wall and at pressures under 1500 psi will minimize the chance of damaging the siding. COVERAGE CHART/ESTIMATING GUIDE This coverage chart is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. Number of 12 ft planks,Includes 5%waste factor. Coverage Area Less Openings Lap Width 51/4 71/4 81/4 1 SQ=(100sq.ft.) Exposure 4 6 7 1 27 18 15 2 53 35 30 3 79 53 45 4 105 70 60 5 132 88 75 6 158 105 90, 7 184 123 105 8 210 140 120 9 237 158 135 10 263 175 150 11 289 193' 165 12 315 210 180 13 342 228 195 14 368 245 210 15 394 263 225 16 420 280 240 17 447 298 255 18 473 315 270 19 499 333 285 20 525 350 300 Silica Warning.DANGER:May cause cancer if dust from product is inhaled.Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product.Refer to the current product Safety Data Sheet before use.The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting,machining,drilling,routing,sawing,crushing,or otherwise abrading fiber cement,and when cleaning up,disposing of or moving the dust.When doing any of these activities in a manner that generates dust you must(1)comply with the OSHA PEL for silica dust and/or other applicable law,(2)follow James Hardie cutting instructions to reduce or limit the release of dust(2)warn others in the area to avoid the dust;(4)when using mechanical saw or high speed cutting tools,work outdoors and use dust collection equipment: and(5)if no other dust controls are available,wear a dust mask or respirator that meets NIOSH requirements(e.g.N-95 dust mask).During clean-up,use a well maintained vacuum and filter appropriate for capturing fine (respirable)dust or use wet clean-up methods-never dry sweep. WARNING:This product can expose you to chemicals including respirable crystalline silica,which is known to the State of California to cause cancer.For more information go to P§.5Wernings.ce,goy. RECOGNITION:In accordance with ICC-ES Evaluation Report ESR-2290,Artisansa,-lap is recognized as a suitable alternate to that specified in:the 2006,2009,2012&2015 international Residential Code for One and Two-Family Dwellings,and the 2006,2009 2012&2015 International Building Code,Artisan lap is also recognized for application in the following:State of Florida listing FL#10477,Dade County,Florida NOA No,15-0122.03.02 and Texas Department of Insurance Product Evaluation EC-55.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. HardieTrim0 boards may be installed as an equal alternative to conventional triol permitted for use in;2006,2009,2012&2015 International Building Code,Section 1403.1,and the 2006,2009,2012&2015 International Residence Code for One-and Two-Family-Dwellings,Section R703.1. ®2017 James Hardie Building Products Inc.All rights reserved.TM,SM and® Product Warranties and Additional Installation and Safety Information are available at //� denote trademarks or registered trademarks of James Hardie Technology Limited. jameshardiepros.com Ja m e s Ha rd i e ART1701 P8/8 05/17 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: Toll Brothers,Inc. Permit# 'C S / 5, - 0/ 8 5-- Project Address: 1638 Maritime Oak Dr Lot 129 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging Masonite Wood Edge,Steel N/A Double-FL8228.6 Single-FL6506.4 Simpson Door Company Wood Door FL 14487.1 Therma-Tru Fiberglass/Wood Door N/A FL 5262.3 2. Sliding PGT 2500 Aluminum Slide Glass +25/-25 FL 251 3. Sectional +43.2/-49.6 8 ft FL 9174.12 Wayne Dalton Section Ext.Door +39.2/-43.7 • 16ft FL 9174.15 4. Roll up _ 5.Automatic 6.Other B. WINDOWS 1. Single Hung PGT 5400 Vinyl Single Window +50/-50 FL 1435 2. Horizontal slider PGT 5400 Vinyl Hor.Window +50/-50 FL 1844 3. Casement 4.Double hung 5.Fixed PGT 5400 Vinyl Fixed Window +50/-50 FL 5012 6.Awning 7. Pass-through 8.Projected 9.Mullion POT Alum/Vinyl Mullions N/A FL 261 10.Wind Breaker 11. Store Front/Mitred Glass Kawneer Glass Windows Mitred Glass Windows +30/-30 FL 10008.1 12.Glass Block US Block/Hy-Lite Glass Block Window 70 PSF FL 185.12 Categoiy/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1. Siding James Hardie Building Products,Inc. Lap Siding and Shingle Panels N/A FL 13192.2; 13192.4 James Hardie Building Products,Inc. Lap Siding and Shingles N/A FL 10477.1 FL 12098.3; 12098.1; Nichiha Corp. Lap Siding and Shingles N/A 12875.1 2.Soffits/Ceilings James Hardie Building Products,Inc. Soffit Panels N/A FL 13265.1 Nichiha Corp. Soffit Panels N/A FL 12098.4 3.EIFS 4. Storefronts Kawneer Glass Windows Mitred Glass +30/-30 FL 10008.1 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10. Synthetic Stucco 11.Other D. ROOFING PRODUCTS 1.Asphalt shingles GAF Corp. • Timberline 30 year Arch Shingles N/A • FL 10124.1 2.Underlayments Woodland Industries,Inc. Felt N/A FL 1814.12 Boral Roofing Roof Underlayment N/A FL 14317.1 3.Roofing fastners 4.Nonstructural metal roof Millennium Metals,Inc. Metal Roofing-M seam N/A FL 5211.3 R6 5.Built-up roofing 6.Modified bitumen 7. Single ply roofing 8.Roofing tiles 9.Roofing insulation 10.Waterproofing 11.Wood shingles/stakes Watkins Sawmill LTD. Wood Shingles and Shake N/A FL 13714.1 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive _ 16.Spray applied polyurethane roof 17.Other Ph-Deck Walking deck membrane N%'A FL 12407.1 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1.Accordion 2.Bahama 3.Storm panels Town and Country Industries Storm shutters N :\ FL 11963 4.Colonial 5.Roll-up 6.Equipment 7.Other F. STRUCTURAL COMPONENTS 1.Wood connector/anchor Simpson Strong Tie Per engineering 2.Truss plates Alpine Engineered Truss plate conn. Per engineering 3.Engineered lumber Georgia Pacific Eng. Lumber FL 2023.1 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G.SKYLIGHTS 1.Skylight Sun Tek FGC Skylite FL 2442 2.Other H.NEW EXTERIOR ENVELOPE PRODUCTS 1 7/16"Zip Wall-Structural 1 OSB(roof and wall). manufacturered by Huber Engineered Woods 2 In addition to completing the above list of manufacturers,product description and State approval number for the products used on this project,the Contractor shall maintain on the job site and available to the Inspector,a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Audrey Regnier -(7 �. (Contractor Name) (Print Name) (Signature) Company Name: Toll Brothers, Inc. Mailing Address: 160 Cape May Avenue City: Ponte Vedra State: FL Zip Code: 32081 Telephone Number: 904 217-0739 Fax Number: Cell Phone Number: 904-405-8969 Email Address: aregnier@tollbrothers.com FORM R405-2017 S Ja 0 F 10 r 0 id FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Franklin 3272 Right E Builder Name: Toll Brothers Street: Lot 129 Atlantic Beach CC Permit Office: Duval ' . City,State,Zip: Atlantic Beach,FL, Permit Number: Owner. Toll Brothers Jurisdiction: .261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3614.7 sqft.) . Insulation Area • 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3404.70 ft2 b.Frame-Wood,Adjacent R=13.0 210.00 ftz 3. Number of units,if multiple family 1 . . c.N/A R= • ft2 4. Number of Bedrooms 4 d.N/A R= ft2 . 5. Is this a worst case? No 10.Ceiling-Types(1639.0 sqft.) Insulation Area a.Under Attic(Vented) , / R=38.0 1427.00 ft2 6. Conditioned floor area above grade(ft2) 3272 b.Under Attic(Vented) �/ R=1-970 212.00 ft2 Conditioned floor area below grade(ft2) "0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(486:5 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 644 a. U-Factor: Dbl,U=0.34 J 486.50 ft2 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: • a.Central Unit 60.0 SEER:14.00 c. U-Factor. N/A •ft2 • SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 '. a.Electric Heat Pump 60.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.737 ft. Area Weighted Average SHGC: 0.270 • 14.Hot water-systems a.Natural Gas Tankless Cap: 1 gallons - 8. Floor Types (3272.0 sqft.) • Insulation Area EF:0.800 • a.Slab-On-Grade Edge Insulation R=0.0 1633.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1350.001ft2 None ' c.other(see details) R= 289.00 ft2 15.Credits • Pstat Total Proposed Modified Loads: 77.21 __ _ ,P-q SS Glass/Floor Area: 0.149 Total Baseline Loads: 89.65 !°1a7 I hereby certify that the plans and specifications covered by Review of the plans and �,;•'`Q K1lE ST4rv,;i • this calculation are in compliance with the Florida Energy specifications covered by this ;F'- ' = 'OFFICE re""' FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Franklin 3272 Right E Builder Name: Toll Brothers Street: Lot 129 Atlantic Beach CC Permit Office: Duval City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Toll Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3614.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood, Exterior R=19.0 3404.70 ft2 b.Frame-Wood,Adjacent R=13.0 210.00 ft2 3. Number of units,if multiple family 1 . c.N/A R= ' ft2 4. Number of Bedrooms 4 : d.N/A R= ft2 •5. Is this a worst case? No 10.CeilingTypes (1639.0 sqft.) Insulation Area a.Under Attic(Vented) R=38.0 1427.00 ft2 6. Conditioned floor area above grade(ft2) 3272 b.Under Attic(Vented) R=19.0 212.00 ft2 Conditioned floor area below grade(ft2) -0 •c.N/A R= ft2 11.Ducts R ft2 7. Windows(486:5 sqft.) Description Area • a.Sup:Attic,Ret:Attic,AH:.2nd Floor 6 644 • a. U-Factor: Dbl,U=0.34 486.50 ft2 ' SHGC: SHGC=0.27 ' • b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 60.0 SEER:14.00 ' c. U-Factor: N/A •ft2 • SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 • a.Electric Heat Pump 60.0 HSPF:8.20 • SHGC: Area Weighted Average Overhang Depth: 4.737-ft. Area Weighted Average SHGC: 0.270 i 14.Hot water systems a.Natural Gas Tankless Cap:1 gallons 8. Floor Types (3272.0 sqft.) . Insulation Area EF:0.800 • a.Slab-On-Grade Edge Insulation R=0.0 1633.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1350.00ft2 i None c.other(see details) R= 289.00 ft2 15.Credits Pstat Total Proposed Modified Loads: 77.21 ��+ �,7 Glass/Floor Area: 0.149 • Total Baseline Loads: 89.65 9f K.y�ri[8)i ti • I hereby certify that the plans and specifications covered by Review of the plans and ,c.40 .S.E sr '-..- this calculation are in compliance with the Florida Energy specifications covered by this �''ti .m ;.O`-a 'ii,.,C/e8 ,rt' $ Code. calculation indicates compliance g >�„r�;� *r-=s r � 3 with the Florida Energy Code. r~:.mur' '";; " ;:,'" ,tit O PREPARED BY: �U►�.�%* ✓-� Before construction is completed , _ ) DATE: . -Z-- 2moi this buildingwill be inspected for ` "" �' compliance with Section 553.908 . *• °f • ',r I hereby certify that this building,as designed, is in compliance Florida Statutes. .4 tj,'' • s.:. �,ba with the Florida Energ ode. . a• °OD NO~`-ct; FORM R405-2017 PROJECT Title: Franklin 3272 Right E Bedrooms: 4• Address Type: Street Address Building Type: User Conditioned Area: 32J2 Lot# Owner Name: Toll Brothers Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Toll Brothers Rotate Angle: 0 Street: Lot 129 Atlantic Beach Permit Office: Duval Cross Ventilation: No County: Duval Jurisdiction: 261300 Whole House Fan: No City,State,Zip: Atlantic Beach, I Family Type: Single-family FL, New/Existing: New(From Plans) • Comment: CLIMATE V Design Location TMY Site Design Temp Int Design Temp Heating Design Daily Temp • 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE INT 32 93 70 75 1281 -49 Medium BLOCKS ' Number Name Area Volume '1 Block/ 3272 31081 • SPACES • Number Name Area Volume Kitchen Occupants Bedrooms Inn ID Finished Cooled Heated 1 • 'Main 1633 16330 Yes -1 1 1 Yes Yes Yes 2 2nd Floor 1639 14751 No 4 3 1 Yes Yes Yes 'FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 150 ft 0 1633 ft2 ____ 0 0 1 2 Floor Over Other Space 2nd Floor ____ 1350 ft2 0 0 0 1 3 Floor over Garage 2nd Floor ____ ____ 289 ft2 19 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch • V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1775 ft2 0 ft2 Medium 0.6 N 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 ' 1639 ft2 N N 5/22/2018 2:07 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type r ✓ 1 Under Attic(Vented) 2nd Floor 38 Blown 1427 ft2 0.11 Wood / 2 Under Attic(Vented) 2nd Floor 19 Blown 212 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V/ Omt To vllallTypP Space J_val„ Ft In Ft In Area R-ValuP Fraction Abor Gradp% 1 E Exterior Frame-Wood 2nd Floor 19 40 0 9 0 360.0 ft2 0 0.23 0.6 0 2 E Exterior Frame-Wood Main 19 19 0 10 0 190.0 ft2 0 0.23 0.6 0 h 3 N • Exterior Frame-Wood 2nd Floor 19 56 0 9 0 504.0 ft2 0 0.23 '0.6 0 4 N Exterior Frame-Wood Main 19 54 4 10 0 543.3 ft2 0 0.23 0.6 0 5 W Exterior Frame-Wood 2nd Floor 19 40 0 9 0 360.0 ft2 • 0 0.23 0.6 '0 6` W Exterior Frame-Wood Main 19 40 0 10 0 400.0 ft2 0 0.23 0.6 0 7 S Exterior Frame-Wood "2nd Floor 19I, 56 : 0 9 0 504.0 ft2 0 0.23 0.6 0 • 8S Exterior -Frame-Wood .Main 19 54 -4 10 0 543.31t2 0 0.23 0.6 0 i 9 E Garage Frame-Wood Main 13 21 0 10 0 210.0 ft2 0 0.23 .0.01 0 DOORS ' V # Omt Door Type Space Storms U-Value Width Height Area ' Ft In Ft In 1 E Insulated Main None .6 3 8 24 ft2 / 2 E Wood Main None .6 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening Z 1 E 1 Vinyl Low-E Double Yes 0.34 0.27 N 24.0 ft2 1 ft 4 In 1 ft 0 in None Exterior 5 .2 E 1 Vinyl Low-E Double Yes 0.34 0.27 N 8.0 ft2 1 ft 4 in 1 ft 0 In Drapes/blinds Exterior 5 3 E 2 Vinyl Low-E Double Yes 0.34 0.27 N 36.0 ft2 7 ft4 in 1 ft 0 in None Exterior 5 ' 4 N 3 Vinyl Low-E Double , Yes 0.34 0.27 N 2.5 ft2 1 ft 4 in 1 ft 0 in None Exterior 5 ' 5 N 3 Vinyl Low-E Double Yes 0.34 0.27 N 20.0 ft2 1 ft 4 in 1-ft 0 in None Exterior 5 6 N 4 Vinyl Low-E Double Yes 0.34 0.27 N 18.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 7 W 5' Vinyl Low-E Double Yes 0.34 0.27 N 30.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 8 W 6 Vinyl Low-E Double Yes 0.34 0.27 N 28.0 ft2 10 ft 4 In 1 ft 0 In None Exterior 5 9 W 6 Vinyl Low-E Double Yes 0.34 0.27 N 36.0 ft2 10 ft 4 in 1 ft 0 in None Exterior 5 10 W 6 Vinyl Low-E Double Yes 0.34 0.27 N 96.0 ft2 10 ft 4 In 1 ft 0 in None Exterior 5 11 S 7 Vinyl Low-E Double Yes 0.34 0.27 N 15.0 ft2 1 ft4 in 1 ft 0 in Drapes/blinds Exterior 5 12 S 7 Vinyl Low-E Double Yes 0.34 0.27 N 45.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 13 S 8 Vinyl Low-E Double Yes 0.34 0.27 N 60.0 ft2 1 ft 4 in 1 ft 0 in None Exterior 5 14 E 1 Vinyl Low-E Double Yes 0.34 0.27 N 20.0 ft2 1 ft 4 In 1 ft 0 in Drapes/blinds Exterior 5 I 15 W 5 Vinyl Low-E Double Yes 0.34 0.27 N 30.0 ft2 1"ft4 in 1 ft 0 in None Exterior 5 ,r 16 S 8 Vinyl Low-E Double Yes 0.34 0.27 N 18.0 ft2 1 ft 4 in 1 ft 0 in None Exterior 5 5/22/2018 2:07 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation ✓ 1 455 ft2 455 ft2 43ft 9ft 1 • INFILTRATION # Scope • Method . SLA CFM 50. ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000423 3626.1 199.07 374.38 .4005 7 HEATING SYSTEM ✓ # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump! None HSPF:8.2 60 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER:14 60 kBtu/hr 1800 cfm 076 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.8 1 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert# Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS - • V —Supply— -Return--- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool • 1 Attic 6 644 ft2 Attic 241 ft2 Default Leakage 2nd Floor (Default) (Default) 1 1 • • 5/22/2018 2:07 PM EnergyGaugee USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat:Y -Ceiling Fans: ` Cooling Jan Feb Apr ]Ma X Jun [X Jul [X]Au X Se [ ]Oct [ ]Nov [ Dec Heating X�Jan EX�Feb ixii,,,par, f AprMayJunJulAuSeOct [X]Nov [X Dec Venting Jan [[ Feb X Mar X Apr [ )May [ Jun [ Jul [ ]]Aug Sep [X]Oct X Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH)' AM 78 78 78 78 78 78 78 78 78 78 78 • 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM • 66 66 66 66 66 68 68 68 • 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 • • • 5/22/2018 2:07 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY'.CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 86 The lower the EnergyPerformance Index, the more efficient the home. Lot 1.29 Atlantic Beach CC; Atlantic Beach, FL, • 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0. 3404:70 ft2 b.Frame-Wood,Adjacent R=13.0 210.00 ft 3. Number of units,if multiple family 1 c.N/A R= ft2 • .4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) -R=38.0 1427.00 ft2 6. Conditioned floor area(ft2) 3272 b.Under Attic(Vented) R=19.0 212.00 ft2 7. Windows** Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.34 486.50 ft2 11.Ducts R ft2 a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 644 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 60.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: .a.-Electric Heat Pump 60.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.737 ft. Area Weighted Average SHGC: 0.270 8. FloorTypes Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1633.00 ft2 a.Natural Gas EF:0.8 b.Floor Over Other Space R=0.0 1350.00 ft2 b. Conservation features c.other(see details) R= 289.00 ft2 None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ..., . Construction through the above energy saving features which will be installed (or exceeded) � o� H>r Gx..44sN %j, in this home before final inspection. Otherwise, a new EPL Display Card will be completed . ";,,�,•�,.. t,. a=,.,,,.,...r based on installed Co.- compliant features. Ilk.r.-N. , :n' '.-1;,.�c0~s .R+sm::: i. Builder Signature: Date: --/-- I 2' �_s._._ a Address of New Home: j(j3 / ark-1-/MP. �N , City/FL Zip: nj 41Gw71 y,,I>fna9 % 0a; z ,. a,�'OD{ TR*,. *Note: This is not a.Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. . **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/22/2018 2:07 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS Lot 129 Atlantic Beach CC Permit Numcer: Atlantic Beach FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402:4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to • comply with Section C402.5. R402.4:1.Building thermal envelope. The building thermal envelope shall comply with Sections R402:4.i.1_.and R402:4:1:2.-The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402:4:1:1 installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. 8402.4:1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f), (g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations, renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6. Supply and return registers, if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air ieakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or HAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 5/22/2018 2:07 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances. In•Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting, Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 L/s)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403:1 Controls. •R403.1:1 Thermostat provision(Mandatory). -At least one thermostat shall be provided for each separate heating and cooling-system. R403:1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for.air distribution systems shall be considered.ducts or plenum chambers,shall.be constructed.and.sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i), Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2:1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than.2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory). Ducts shall be pressure tested to determine air leakage by one of the•following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system, including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) • or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material,Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is.at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/22/2018 2:07 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5:6:2:1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the•annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. _Be installed-atan orientation within 45 degrees of true south. • R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code, Mechanical, as applicable,or with other approved means of ventilation including: Natural, Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 'Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local•intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM • MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 5/22/2018 2:07 PM EnergyGauge8 USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. • Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space, Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. • 2. When signed and sealed by a Florida-registered engineer, in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403:7.1:2 Heating equipment capacity. • R403.7.1:2:1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. -R403.7:1:2:2 Electric resistance furnaces. -Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7:1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at • -••- -the watersurface•or-a liquid cover or other means-proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/22/2018 2:07 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mandatorifihe energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory).Fuel gas lighting systems shall not have continuously burning pilot lights. • 5/22/2018 2:07 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA • Project Name: Franklin 3272 Right E Builder Name: Toll Brothers Street: Lot 129 Atlantic Beach CC Permit Office: Duval City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Toll Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and anygaps in the air barrier shall be sealed. • 9 P shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. • Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/doorjambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where.provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts, utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on 'installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind Dining and wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/22/2018 2:07 PM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Franklin 3272 Right E Builder Name: Toll Brothers Street: Lot 129 Atlantic Beach CC Permit Office: Duval City,State,Zip: Atlantic Beach , FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 3272 sq.ft. Cond.Volume: 31081 cu ft. Envelope Leakage Test Results• • Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50)from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 ' Pa cfm .2 Pa cfm Tested ACH(50) * : 3 Pa cfm 4 Pa cfm *Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4:1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2...Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust,intake,makeup air, backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures: 3. Interior doors,if installed at the time of the test,shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; - 5. Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6. Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Testing shall be conducted by eitheri`` "CI�ES7gz, performance results demonstrate compliance individuals as defined in Section ••F ti0 '�z` „ with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes or c .v„ - •. individuals licensed as set forth in n,rr,:;•.,: ::,.,•;,. . ,,:d accordance with Section R402.4.1.2. s-cC; • Section 489.105(3)(f), (g), or(i) or an approved third party.A written report of C the results of the test shall be signed *' J , �, ,•'t SIGNATURE: by the third party conducting the test 41; • f' and provided to the code official. ''+t CpD N; �ts PRINTED NAME: ' BUILDING OFFICIAL: DATE: DATE: 5/22/2018 2:07 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: Lot 129ABCC 10 ,11tJ `._ Entire House By: Saldie Guintivano McGowan's Heating & Air Conditioning, Inc. 11320 E.Phillips Parkway Dr.,Jacksonville,Fl 32256 Phone:904-278-0339 Fax:904-278-0366 Email:saldie©mcgowansac.corn Web:www.mcgowansac.corn Pro'ect Information For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, Fl 32081 Phone: (904) 217-0739 Fax: (904)814-8173 Web:www.tollbrothers.com Email: smerten@tollbrothersinc.com Notes: Model-Franklin Desi•n Information Weather: Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 34 °F Outside db 99 °F Inside db 70 °F Inside db 75 °F Design TD 37 °F Design TD 24 °F Daily range M Relative humidity 50 % Moisture difference 60 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing • Structure 37291 Btuh Structure 30359 Btuh Ducts 6499 Btuh Ducts 7376 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 43790 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 39735 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/3862 cfm Structure 10450 Btuh Ducts 1464 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 3272 3272 Equipment latent load 9914 Btuh Volume(ft") 33099 33099 Air changes/hour 0.67 0.42 Equipment Total Load (Sen+Lat) 49649 Btuh Equiv.AVF(cfm) 370 234 Req.total capacity at 0.70 SHR 4.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0600000A0 Cond CH14NB0600000A0 AHRI ref 9162978 Coil FB4CNP061 L AHRI ref 9162978 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 39900 Btuh Heating output 54500 Btuh @ 47°F .Latent cooling 17100 Btuh Temperature rise 26 °F Total cooling 57000 Btuh Actual air flow 1900 cfm Actual air flow 1900 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=29°F Backup: Input= 12 kW, Output=42445 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Ha- _ w., rightsoft- 2018-Apr-25 16:57:59 -.. Comfort Builder by Wrightsoft 18.0.11 RSU03444 Page 1 . ...others\Franklin 3272 Right E-Lot 129 ABCC.rup Calc=MJ8 Front Door faces: E *' 'I First Floor 6x12 7' is bkfst I kitchen � 12" 00 00 family rn ... 12x6 12x6 7'' 6x12 C'/ 3"Fan bath 3 8x4 4 = bed 2 storage 6 x 10 6" 18 x 18 12 x 1 stairs 14" l• 8" I 6x10 10" 12 dining 6 foyer I ■ garage 12 x 12 ►.4 12x6 12x12 10x6 7" 6" 9„ study Job #: Lot 129 ABCC Scale: 1/8"= 1'0" Performed by Saldie Guintivano for: McGowan's Heating & Air Conditioni.. Page 1 Steve Merten 11320 E.Phillips Parkway Dr. Comfort Builder by Wrightsoft 160 Cape May Ave. Ponte Vedra,Fl 32081 Jacksonville,Fl 32256 18.0.11 RSU03444 Phone:(904)217-0739 Fax:(904)814-8173 Phone:904-278-0339 Fax:904-278-0366 2018-Apr-25 16:58:08 wvnv.tollbrothers.com smerten@tollbrothersinc.com www.mcgowansac.com saldie@mcgowansac.com ...3272 Right E-Lot 129 ABCC.rup p `d -rw► y:. �„'' • 2ND FL 2-way 6 x 12 6x10 F.• - s 7" 6„ 6 x 10 5' m wic loft master g , • 2-way a 6x " F'� 1111#4111 6 ■ 4" 16x16 - _ 12" f• i 14' rig m bath 24 x 18 :.111 16" O 10 x. D 5„ ! 6 x 10 stairs r J1ox1oI 6x10• . 10x10 8 8z4 3"Fan 6" 4,. laundry 16 6 - haI op w.c la 14"•, ■ ■ mu 10x6 12x12 ;� THUR 5„ 8" 10 . • ROOF bed 3 a/c = Ea4. m wic 2 14 6 x 10 6" -- ---r.--- l • INSTALL DAMPER sinks AT THE FLOOR 4x8, 4" s _�� 16" 12 x 12 12 x 6 DAMPER bed 4 7 .., %. 1 14"LINE rE 8x4 4" 3"Fan bath 2 -13, j........ Job #: Lot 129 ABCC Heating & Air Conditioni.. Scale: 1/8"= 1'0" Performed by Saldie Guintivano for: Paget Steve Merten 11320 E.Phillips Parkway Dr. Comfort Builder by Wrightsoft 160 Cape May Ave. Jacksonville,Fl 32256 18.0.11 RSU03444 Ponte Vedra,Fl 32081 Phone:(904)217-0739 Fax:(904)814-8173 Phone:904-278-0339 Fax:904-278-0366 2018-Apr-25 16:58:08 www.tollbrothers.com smerten@tollbrothersinc.com www.mcgowansac.com saldie@mcgowansac.com ...3272 Right E-Lot 129 ABCC.rup Manual S Compliance Report Job: Lot 129ABCC Date: ,4(r6wfuta Entire House By: Saldie Guintivano McGowan's Heating & Air Conditioning, Inc. 11320 E.Phillips Parkway Dr.,Jacksonville,Fl 32256 Phone.904-278-0339 Fax.904-278-0366 Email saidie@rncgowansac.corn Web:www.mcgowansac.corn Project Information For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, Fl 32081 Phone: (904)217-0739 Fax: (904)814-8173 Web:www.tollbrothers.com Email: smerten@tollbrothersinc.com Cooling Equipment Design Conditions Outdoor design DB: 99.3°F Sensible gain: 39735 Btuh Entering coil DB: 75.8°F Outdoor design WB: 80.0°F Latent gain: 9914 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 49649 Btuh Indoor RH: 50% Estimated airflow: 1900 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0600000A0+FB4CNP061L Actual airflow: 1900 cfm Sensible capacity: 38947 Btuh 98%of load Latent capacity: 9740 Btuh 98%of load Total capacity: 48687 Btuh 98%of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 33.5°F Heat loss: 43790 Btuh Entering coil DB: 69.6°F Indoor design DB: 70 OV F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0600000A0+FB4CNP061L Actual airflow: 1900 cfm Output capacity: 44900 Btuh 103%of load Capacity balance: 29 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1900 cfm Output capacity: 12.4 kW 97%of load Temp. rise: 70 °F Meets all requirements of ACCA Manual S. 41- wtri�htsuft" 2018-Apr-25 16:57:59 ...: w.,_...�,2..„._,,.�, Comfort Builder by wrightsoft 18.0.11 RSU03444 Page 1 ...others\Franklin 3272 Right E-Lot 129 ABCC.rup Calc=MJB Front Door faces: E Duct System Summary Job: Lot 129 ABCC t14, Date: Alvai. rd _ Entire House By: Saldie Guintivano McGowan's Heating & Air Conditioning, Inc. 11320 E.Phillips Parkway Dr.,Jacksonville,Fl 32256 Phone:904-278-0339 Fax:904-278-0366 Email:saldie@mcgowansac.corn Web:www.mcgowansac.com Project Information For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, Fl 32081 Phone: (904)217-0739 Fax: (904) 814-8173 Web:www.tollbrothers.com Email: smerten©tollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.237/0.153 in H2O 0.237/0.153 in H2O Lowest friction rate 0.071 in/100ft 0.071 in/100ft Actual air flow 1900 cfm 1900 cfm Total effective length (TEL) 548 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR . (in) (in) Matl Ln (ft) Ln (ft) Trunk bath 2 h 1339 58 49 0.105 4.0 Ox 0 VIFx 41.5 185.0 st5 bath 3-A c 12 0 1 0.091 4.0 Ox 0 VIFx 45.5 215.0 st6 bed 2 h 2113 92 65 0.096 6.0 Ox 0 VIFx 37.0 210.0 st6 bed 3 c 1334 56 67 0.110 6.0 Ox 0 VIFx 30.7 185.0 st5 bed 4 c 2854 132 144 0.106 7.0 Ox 0 VIFx 34.1 190.0 st5 bkfst/kitchen c 3126 122 157 0.093 7.0 Ox 0 VIFx 44.0 210.0 st6 bkfst/kitchen-A c 3126 122 157 0.075 7.0 Ox 0 VIFx 59.7 255.0 st7 dining h 2282 99 54 0.094 6.0 Ox 0 VIFx 38.6 215.0 st8 family rm h 3544 154 128 0.074 7.0 Ox 0 VIFx 64.4 255.0 st7 family rm-A h 3544 154 128 0.071 7.0 Ox 0 VIFx 68.5 265.0 st7 foyer h 3636 158 121 0.090 6.0 Ox 0 VIFx 48.6 215.0 st8 laundry c 1122 22 56 0.109 5.0 Ox 0 VIFx 32.5 185.0 st3 loft c 2242 91 113 0.112 6.0 Ox 0 VIFx 27.8 185.0 st3 loft-A c 2242 91 113 0.107 6.0 Ox 0 VIFx 35.9 185.0 st3 m bath-A h 1612 70 63 0.084 6.0 Ox 0 VIFx 52.7 230.0 st4 m wic h 1647 71 51 0.084 5.0 Ox 0 VIFx 51.3 230.0 st4 m wic 2 h 2005 87 80 0.082 5.0 Ox 0 VIFx 61.1 230.0 st4 master c 1729 41 87 0.112 7.0 Ox 0 VIFx 27.3 185.0 st3 master-A c 1729 41 87 0.107 7.0 Ox 0 VIFx 36.2 185.0 st3 sinks h 652 28 21 0.107 4.0 Ox 0 VIFx 37.2 185.0 st5 stairs 2-A h 869 38 37 0.107 6.0 Ox 0 VIFx 31.6 190.0 st3 study h 3657 159 103 0.092 7.0 Ox 0 VIFx 44.1 215.0 st8 w.c c 352 15 18 0.083 4.0 Ox 0 VIFx 55.9 230.0 st4 • 1- wrightsoft- 2018-Apr-2516:57:59 ...... ....,,...._.,...,._. Comfort Builder by Wrighlsoft 18.0.11 RSU03444 Page 1 �CK ...others\Franklin 3272 Right E-Lot 129 ABCC.rup Calc=MJ8 Front Door faces: E Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st7 Peak AVF 429 413 0.071 546 12.0 0 x 0 ViniFix st6 st6 Peak AVF 642 636 0.071 818 12.0 0 x 0 VinIFIx st2 st2 Peak AVF 1058 914 0.071 990 14.0 0 x 0 VinIFix st8 Peak AVF 415 278 0.090 762 10.0 0 x 0 VinIFIx st2 st4 Peak AVF 243 212 0.082 550 9.0 0 x 0 VinIFIx st3 st3 Peak AVF 568 706 0.082 660 14.0 0 x 0 VinIFIx st1 st5 Peak AVF 274 281 0.105 514 10.0 0 x 0 VinIFIx st1 st1 Peak AVF 842 986 0.082 706 16.0 0 x 0 ViniFlx Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rsb4 Ox 0 530 446 133.0 0.115 1518 8.0 Ox 0 VIFx rt4 rb4 Ox 0 277 272 214.6 0.071 626 9.0 Ox 0 VIFx rt3 rb3 Ox 0 187 212 208.2 0.073 607 8.0 Ox 0 VIFx rt3 rb2 Ox 0 265 400 121.3 0.126 286 16.0 Ox 0 VIFx al rb5 Ox 0 113 102 158.6 0.096 144 12.0 Ox 0 VIFx rtl rsb3 Ox 0 528 468 167.5 0.091 494 14.0 Ox 0 VIFx rt4 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt4 Peak AVF 1058 914 0.091 990 14.0 0 x 0 VinIFIx rt2 rt2 Peak AVF 1058 914 0.091 990 14.0 0 x 0 VinIFix rt3 Peak AVF 464 484 0.071 453 14.0 0 x 0 VinIFIx rtl ill Peak AVF 842 986 0.071 706 16.0 0 x 0 VinIFIx • - wrightsoft" 2018-Apr-25 18:57:59 •-..• - ..-....,....,.. Comfort Builder by Wrightsoft 18.0.11 RSU03444 Page 2 ..others\Franklin 3272 Right E-Lot 129 ABCC.rup Calc=MJ8 Front Door faces: E